EP1397601B1 - Verbundanker - Google Patents

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Publication number
EP1397601B1
EP1397601B1 EP02732711A EP02732711A EP1397601B1 EP 1397601 B1 EP1397601 B1 EP 1397601B1 EP 02732711 A EP02732711 A EP 02732711A EP 02732711 A EP02732711 A EP 02732711A EP 1397601 B1 EP1397601 B1 EP 1397601B1
Authority
EP
European Patent Office
Prior art keywords
anchor rod
cone
composite
insertion end
anchor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP02732711A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1397601A1 (de
Inventor
Jürgen Grün
Rainer Jakob
Paul Steurer
Rainer Wohlgethan
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fischerwerke Artur Fischer GmbH and Co KG
Original Assignee
Fischerwerke Artur Fischer GmbH and Co KG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Fischerwerke Artur Fischer GmbH and Co KG filed Critical Fischerwerke Artur Fischer GmbH and Co KG
Publication of EP1397601A1 publication Critical patent/EP1397601A1/de
Application granted granted Critical
Publication of EP1397601B1 publication Critical patent/EP1397601B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B13/00—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
    • F16B13/14—Non-metallic plugs or sleeves; Use of liquid, loose solid or kneadable material therefor
    • F16B13/141—Fixing plugs in holes by the use of settable material
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B13/00—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
    • F16B13/02—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose in one piece with protrusions or ridges on the shaft

Definitions

  • the invention relates to a composite anchor, in particular for anchoring in the tension zone according to the preamble of claim 1.
  • Claim 1 is based on US-A-4,983,083 (FROEHLICH PETER ET AL) January 8, 1991 (1991-01-08).
  • the patent application therefore relates to a composite anchor, in particular for anchoring in the tensile zone, which consists of an anchor rod which can be anchored in a borehole of a component by means of a composite mass and which has a plurality of cone sections which widen in the direction of the insertion end and are spaced apart by cylindrical sections. wherein the length of the cylindrical sections is 0.5 to 2.0 times the length of the cone section adjoining the respective section towards the insertion end.
  • Another composite anchor with an anchor rod which has a plurality of cone sections which widen in the direction of the insertion end and can be anchored by means of a composite mass in a borehole of a component is known from EP 0 867 624 B1.
  • the suitability of the known anchor rod anchorage for the absence of coating of the cone sections and a wire sleeve to protect the coating has been achieved by reducing the amount of aggregates such as quartz sand in the composite and the consequent reduction in bond strength after cure the composite was compensated by the fact that the ratio of the borehole annular gap area to the bolt cross-section was reduced to a value between 0.3 and 0.5.
  • the suitability of a composite anchor in the tension zone further depends on the fact that an axial displacement of the anchor rod in the hardened mortar shell and thus a Nachspreizen is made possible. During this displacement, the cone sections slip into the narrower region of the mortar shell, so that once again a form-fitting tension between anchor rod and mortar shell occurs. To displace the anchor rod relative to the mortar shell, it is necessary that the outer surface of the anchor rod completely detached from the mortar shell, while the bond between the mortar shell and the borehole wall is maintained. In the known anchor rod is the value of the ratio of the composite surface to the conical surface between 3 and 4.5, which ensures a detachment of the lateral surface of the anchor rod of the mortar shell.
  • the present invention seeks to improve a suitable for the tensile zone composite anchor of the type mentioned in such a way that on the one hand high Auszugsagonist be achieved and on the other hand by reducing the outgoing by the cone sections Sp Sin Kunststoffus previously a reduction of the edge and center distances is possible.
  • the solution of this problem is achieved by the features specified in claim 1.
  • the length of the cylindrical sections arranged between the cone sections corresponds to 0.5 times to 2.0 times the length of the cone section adjoining the respective cylindrical section in the direction of the insertion end. This results in a longer mortar shell with a thicker wall in the region of the cylindrical portion after curing of the composite. In a tensile load acting on the anchor rod of this cylindrical portion of the mortar shell is able to absorb higher forces against passage of the cone section.
  • the increased pulling power makes it possible to reduce the number of cone sections with respect to an equal anchoring length compared to the known anchor rod.
  • the known anchor rod requires five cone sections in order to achieve approximately the same pull-out force as in the case of the anchor rod according to the invention with, for example, three cone sections.
  • a larger number of the cone sections inevitably also requires a higher, acting on the hardened mortar shell spreading force acting on the anchor rod tensile load. Due to the smaller number of cone sections, the spreading force is thus reduced in the case of the anchor rod according to the invention, which allows smaller distances to the edge of a concrete part or to the next attachment point (center distance).
  • the diameter of the cylindrical sections arranged between the cone sections decreases starting from the insertion end and the length thereof, the diameter of the cylindrical sections preferably be reduced by 0.5 times to 0.75 times compared to the outer diameter of the anchor rod.
  • the cylindrical portion which is assigned to the cone section arranged at the insertion end has the smallest diameter, so that the mortar shell formed around this cylindrical section has the greatest wall thickness and thus sets the greatest resistance against the passage of the cone section through the mortar shell.
  • the cylindrical section with the largest diameter, which is furthest away from the insertion end determines with its cross-section the steel carrying capacity of the anchor rod.
  • the end face formed at the transition of a cone section to a cylindrical section is preferably designed as a conical surface with an angle to the central axis between 45 ° and 85 °.
  • the anchor rod has a mixing tip at its insertion end, which is formed by an inclined inclined surface to the central axis. With this Mixing tip on the one hand destroyed the glass cartridge and on the other hand, the two components of the resin system mixed together.
  • the anchor rod can be provided with a polygonal profile, preferably a hexagonal profile, on its lateral surfaces of the anchoring region having the largest dimension.
  • the composite anchor shown in Figures 1 and 2 consists of an anchor rod 1, which has at its rear end an external thread 2 for fixing an object.
  • the anchoring area is formed by several, in the exemplary embodiment by three cone sections 3a, 3b and 3c, each having a conical surface 5 which widens towards the insertion end 4. Between the individual cone sections 3 a, 3 b, 3 c cylindrical sections 6 a, 6 b are arranged, each extending with the smallest diameter of the cone sections in the direction of the external thread 2 of the anchor rod 1.
  • the cylindrical sections 6a, 6b have a length which may correspond to 0.5 to 2.0 times the length of the cone section adjoining the respective section in the direction of the insertion end 4. Further, the diameter of the cylindrical portions 6a, 6b increases from the insertion end 4 in the direction of the external thread 2 of the anchor rod 1, while the length thereof decreases.
  • the cylindrical portion 6a As a result, it has a smaller diameter and a longer length than the cylindrical portion 6b. Since the largest diameter of the cone sections is the same in each case, this inevitably results in a greater length of the conical surface 5 of the cone section 3 a relative to the respective cone depressions 3 b and 3 c lying in front of it.
  • the cone angle ⁇ is preferably between 12 ° and 20 °.
  • the end face 7 formed at the transition of the cone sections 3b, 3c to the respective cylindrical section 6a, 6b is designed as a conical surface at an angle to the central axis 8 between 45 ° and 85 °.
  • the anchor rod 1 is provided with a mixing tip, which is formed by an inclined inclined surface 9 to the central axis 8.
  • a conical region 10 Connected to the cone section 3c is a conical region 10, which widens in the direction of the external thread 2 at a shallow angle, preferably between 1.5 ° and 4 °.
  • FIG. 2 shows the anchoring of the anchor rod 1 in a borehole 12 of a component 13 by means of the composite compound hardened to form a mortar shell 14.
  • the composite mass can be introduced into the borehole 12 in the form of a glass cartridge or a cartridge with a static mixer.
  • a composite is usually used, wherein the resin component based on unsaturated polyester resins and / or vinylurethane resins and / or epoxy resins and / or polyurethane resins and / or vinyl ester resins and / or mineral binders.
  • the hardener component used is a dibenzoyl peroxide which is phlegmatized in gypsum.
  • the anchor rod 1 After the introduction of the composite material in the borehole 12, the anchor rod 1 is driven by a hammer drill by machine or with hammer blows in the wellbore. If the composite material introduced by means of a cartridge, this is destroyed when driving the anchor rod 1 and at the same time mixed the components of the composite. After curing of the composite mass, this forms a hard mortar shell 14 with a circumferential surface of the anchor rod 1 corresponding inner contour.
  • the mortice shell closest to the insertion end 4 has the thickest wall thickness and greatest length. This results in the highest torque for the cone section 3a with the largest anchoring depth.
  • the embodiment of the anchor rod 1 shown in Figure 3 and 4 is provided at its the largest dimension having lateral surfaces with a polygonal profile 15 - preferably a hexagonal profile. This results in the corner edges 16 after curing of the mortar shell 14 in the longitudinal direction extending cross-sectional weakening, which facilitate tearing of the mortar shell with an axial displacement of the anchor rod 1 relative to the mortar shell, in particular in the region of the cone sections 3a, 3b and 3c. The rupture causes individual segments in the area of the conical surfaces 5 of the cone sections 3a, 3b and 3c, which favor the structure of a spreading pressure and thus the Nachsp Son bin.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Dowels (AREA)
EP02732711A 2001-06-19 2002-05-14 Verbundanker Expired - Lifetime EP1397601B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE10129441A DE10129441A1 (de) 2001-06-19 2001-06-19 Verbundanker
DE10129441 2001-06-19
PCT/EP2002/005275 WO2002103212A1 (de) 2001-06-19 2002-05-14 Verbundanker

Publications (2)

Publication Number Publication Date
EP1397601A1 EP1397601A1 (de) 2004-03-17
EP1397601B1 true EP1397601B1 (de) 2006-01-25

Family

ID=7688626

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02732711A Expired - Lifetime EP1397601B1 (de) 2001-06-19 2002-05-14 Verbundanker

Country Status (17)

Country Link
US (1) US20040168397A1 (ru)
EP (1) EP1397601B1 (ru)
JP (1) JP2004530091A (ru)
KR (1) KR100601202B1 (ru)
CN (1) CN1308601C (ru)
AR (1) AR034520A1 (ru)
AT (1) ATE316616T1 (ru)
BR (1) BR0210469A (ru)
CZ (1) CZ301239B6 (ru)
DE (2) DE10129441A1 (ru)
HK (1) HK1068672A1 (ru)
HU (1) HUP0400036A2 (ru)
NO (1) NO20035713L (ru)
PL (1) PL199109B1 (ru)
RU (1) RU2263830C2 (ru)
WO (1) WO2002103212A1 (ru)
ZA (1) ZA200309028B (ru)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3088752A1 (de) 2015-04-30 2016-11-02 Dr. Li Anchor Profi GmbH Verbundanker sowie verbundankersystem

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004052570A1 (de) * 2004-10-29 2006-05-04 Fischerwerke Artur Fischer Gmbh & Co. Kg Verankerungsanordnung
KR100953128B1 (ko) 2007-09-05 2010-04-16 주식회사동일케미칼 완충장치의 고정을 위한 신축성 매설형 고정기구
DE102008032533A1 (de) 2008-07-10 2010-01-14 Fischerwerke Gmbh & Co. Kg Befestigungselement
DE102008033838A1 (de) 2008-07-19 2010-01-21 Fischerwerke Gmbh & Co. Kg Verbundanker
CN102245989A (zh) * 2008-12-12 2011-11-16 维苏维尤斯·克鲁斯布公司 水泥装置的耐火锚固件
DE102012111220A1 (de) * 2012-08-07 2014-02-13 Fischerwerke Gmbh & Co. Kg Spreizdübel
DE102012017704A1 (de) * 2012-09-07 2014-03-13 Dywidag-Systems International Gmbh Anordnung zur hochfesten Verankerung eines einen Spannstab aufweisenden Spannglieds in einem Bauteil sowie Verfahren zur Herstellung einer solchen Verankerung
RU2532553C1 (ru) * 2013-08-05 2014-11-10 Общество с ограниченной ответственностью "ПГМ-Городское Пространство" Композитный анкер
DE102015212852A1 (de) * 2015-07-09 2017-01-12 Weeke Bohrsysteme Gmbh Verfahren zum Ausbilden eines Eingriffabschnitts in einem Werkstück
JP6275798B1 (ja) * 2016-10-18 2018-02-07 株式会社シェルター 接合金物
CN107938867A (zh) * 2017-11-29 2018-04-20 贵州兴贵恒远新型建材有限公司 节能结构一体化装配式保温墙体专用锚栓
CN108825615A (zh) * 2018-07-18 2018-11-16 中冶武汉冶金建筑研究院有限公司 一种无缝波纹管锚固件

Family Cites Families (21)

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US3967525A (en) * 1974-01-02 1976-07-06 Wej-It Expansion Products, Inc. Spring action expansion bolt
DE2733007A1 (de) * 1977-07-21 1979-02-08 Hilti Ag Klebeanker
US4305687A (en) * 1979-01-26 1981-12-15 Jack Parker Anchoring system for rock bolts
SE420009B (sv) * 1979-12-21 1981-09-07 Ericsson Telefon Ab L M Expanderskruv for fastsettning i en halighet
DE3425041A1 (de) * 1984-07-06 1986-02-06 Hilti Ag, Schaan Mittels aushaertender masse verankerbares befestigungselement
DE3637658A1 (de) * 1986-11-05 1988-05-19 Hilti Ag Spreizduebel mit zwei unterschiedlichen spreizkonen
JPS63201226A (ja) * 1987-02-17 1988-08-19 日本デコラツクス株式会社 あと施工アンカ−に用いるアンカ−ボルト
DE3708764C2 (de) * 1987-03-18 1995-07-13 Upat Max Langensiepen Kg Ankerstange für einen Kunstharzklebeanker
DE3823163A1 (de) * 1988-07-08 1990-02-01 Hilti Ag Ankerstange
DE358925T1 (de) * 1988-09-14 1991-04-11 Seiko Co., Ltd., Kashiwa, Chiba Sensor zum nachweis von co durch katalytische verbrennung.
DE3831683A1 (de) * 1988-09-17 1990-03-22 Upat Max Langensiepen Kg Spreizanker
ES2049374T3 (es) * 1989-11-04 1994-04-16 Upat Max Langensiepen Kg Barra de anclaje.
DE4010051C1 (ru) * 1990-03-29 1991-08-08 Upat Gmbh & Co, 7830 Emmendingen, De
DE4435628A1 (de) * 1994-10-05 1996-04-11 Upat Max Langensiepen Kg Spreizanker
US5733083A (en) * 1995-09-18 1998-03-31 United Industries Corporation Adhesive insert anchor
GB2323648A (en) * 1997-03-25 1998-09-30 Mai Sys Uk Ltd Adhesively secured bolt and method of manufacture
DE19712425A1 (de) * 1997-03-25 1998-10-01 Upat Max Langensiepen Kg Verbundanker
DE19827829A1 (de) * 1998-06-23 1999-12-30 Hilti Ag Ankerstange für ein Verbundankersystem
DE19833689A1 (de) * 1998-07-27 2000-02-03 Hilti Ag Ankerstange
JP2000303567A (ja) * 1999-04-16 2000-10-31 Kojima Kensetsu Kk 接着系アンカーボルトの埋設方法およびその回転治具
US6514013B2 (en) * 2000-11-30 2003-02-04 Mkt Metall-Kunststoff-Technik Gmbh & Co. Kg Anchor rod with surface areas and friction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3088752A1 (de) 2015-04-30 2016-11-02 Dr. Li Anchor Profi GmbH Verbundanker sowie verbundankersystem
DE102015106719A1 (de) 2015-04-30 2016-11-03 Dr. Li Anchor Profi GmbH Ankerstange

Also Published As

Publication number Publication date
NO20035713D0 (no) 2003-12-19
NO20035713L (no) 2004-02-18
WO2002103212A1 (de) 2002-12-27
PL199109B1 (pl) 2008-08-29
HUP0400036A2 (en) 2004-08-30
CZ20033158A3 (en) 2004-03-17
DE10129441A1 (de) 2003-01-02
RU2263830C2 (ru) 2005-11-10
AR034520A1 (es) 2004-02-25
US20040168397A1 (en) 2004-09-02
RU2004101044A (ru) 2005-01-27
PL364475A1 (en) 2004-12-13
CN1518642A (zh) 2004-08-04
BR0210469A (pt) 2004-08-10
KR100601202B1 (ko) 2006-07-13
JP2004530091A (ja) 2004-09-30
HK1068672A1 (en) 2005-04-29
KR20040003023A (ko) 2004-01-07
ZA200309028B (en) 2004-02-19
EP1397601A1 (de) 2004-03-17
ATE316616T1 (de) 2006-02-15
CZ301239B6 (cs) 2009-12-16
DE50205704D1 (de) 2006-04-13
CN1308601C (zh) 2007-04-04

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